Where to weld a mitered/coped joint...
Posted: Mon Nov 19, 2018 1:30 pm
Good morning all. It’s been awhile since I’ve posted anything, or welded anything to be honest, but I knew just where to come when I needed some advice. I’m helping a coworker build some 4’x10’ frames out of 3/16” mild steel angle, and the top of the frame we mitered. The bottom of the closed part of the frame we coped the joints (all only cut for prep so far). The lower 1 1/2’ of the frame legs will be in the ground, with a 6” gap between the ground and the closed base of the frame, which is why the coping was necessary to close the box. The “open” side of the angle frame will have rebar mesh panel (?) (like for using in a concrete form work). The goal is to make 10 trellis type vertical panels for helping conceal some outbuildings on a ranch. The panels will hopefully have beautiful vines and flowers growing all over them by the time my friend retires [emoji2957]
So now the question - finally - if we want the flat part of the frame to show towards where most people would view it, the “nicer, finished” side, should we weld the seams from the inside open area where the panels will be tacked in, or still from the outside and then ground down to a flat finish? Sorry for the long explanation, but I wanted to paint the best picture I could of the purpose and end goal. Advice is very welcome and always appreciated!
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So now the question - finally - if we want the flat part of the frame to show towards where most people would view it, the “nicer, finished” side, should we weld the seams from the inside open area where the panels will be tacked in, or still from the outside and then ground down to a flat finish? Sorry for the long explanation, but I wanted to paint the best picture I could of the purpose and end goal. Advice is very welcome and always appreciated!
Sent from my iPhone using Tapatalk